Given closed traverse with omitted measurements,Line Distance (m) Azimuth (from North)AB281.4110°49'BC129.421°49'CD340°26'DE144.5EA168.7254°24'Find the distance of line CD (in meters)а.b. Find the azimuth from North of line DE (in DMS)

To determine the omitted measurements. Given closed traverse, Line Distance (m) Azimuth (from…

Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4 110°49' вс 129.4 21°49' CD 340°26' DE 144.5 EA 168.7 254°24' a. Find the distance of line CD (in meters) b. Find the azimuth from North of line DE (in DMS)

Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4 110°49' вс 129.4 21°49' CD 340°26' DE 144.5 EA 168.7 254°24' a. Find the distance of line CD (in meters) b. Find the azimuth from North of line DE (in DMS)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: LINE BEARING DISTANCE АВ S15°36'W 24.22 ВС S69°11E 15.92 CD N57°58'E DA S80°43'W

A: given - data of a closed traverse to find - distance DA

Q: PROBLEM NO. 05. Given the following tabulated data for a close traverse in which the lengths of BC…

Q: Fill in the blanks: (Use compass rule) Line Length Corrected Corrected Corrected Departure Azimuth…

Q: A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N…

A: Find bearing of line AB and length of line BC

Q: Given the balanced Azimuths for the 4 sided traverse below, calculate the new internal angles.…

Q: A closed traverse has the following data: Line Departure Latitude AB 147.37504 DMD 2A 7774.10758 BC…

A: DMD of line AB = Departure of AB = 147.37504 Since latitude of line AB× DMD of…

Q: 19. Adjust the Close Traverse shown belo Azimuth (from Course Length, m North) AB 493.01 4°02' BC…

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: wen the following technical description, determine if the traverse is closed. If not, balance the…

Q: In a closed traverse, the measured length of line AB is 245.08 m. If the magnetic azimuth (from…

Q: - DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m)…

A: 1.

Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question Length Bearing Closed traverse To find out Latitude Departure

Q: Determine the area (hectares) within the traverse using DMDS. Course Dep Lat AB -221.351 27.185 ВС…

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: Please answer letter a. Compass rule , In EF length 1127.26

A: To find corrected latitude and departure

Q: Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the…

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given, This is related to surveying. We need to determine azimuths of each Line.

Q: 1) Compute and Tabulate for the following closed-Polygon traverse a) preliminary azimuths (b)…

Q: 3. Determine the unknown azimuths for the traverse courses shown.

A: Given:- To find:- Unknown Azimuths

Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05" co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: roblem Solving (Show the corresponding solution) In a closed traverse ABCDE running anti-clockwise,…

Q: Balance the traverse by compass rule. b) Calculate the coordinates of each station.

A: Lattitud and departure signs . N- E: Both positive S-E : Lattitude negative , Departure positive S-W…

Q: A closed traverse has the following data. Find the length and bearing of side EA

A: To find length and bearing of side EA

Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…

Q: Adjust the traverse using the TRANSIT RULE, and determine the following:a) azimuth (from north) of…

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: Problem 4 From the closed traverse data shown. (Note: In the computation of latitude, departure,…

A: Azimuth from south is given, so first convert it into bearing. LATITUDE = LCOSθ DEPARTURE = LSINθ L…

Q: The following are the incorrected consecutive coordinated of a traverse. Adjust the traverse by…

A: Line Latitude Departure Northing Southing Easting Westing AB +21.500 -65.450 BC -80.755…

Q: Correct the survey data below for a closed traverse. LINE DISTANCE BEARING АВ 495.85 m N 05°30' E ВС…

A: A closed traverse is a series of connected lines whose lengths and bearings are measured off these…

Q: 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

A: Given data- A table showing data for points A & B given- To Find- The azimuth of line BC.

Q: L 91 29 12 B R 268 31 06

Q: Determine the adj. length of each path based on the observed data of a closed traverse.

Q: Q.2) Answer ONE from the following: A) Compute the coordinates of the traverse points Q, R, S, and…

A: Given:

Q: From the following closed traverse. Compute the missing values.

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

100%

Given closed traverse with omitted measurements,
Line Distance (m) Azimuth (from North)
AB
281.4
110°49'
BC
129.4
21°49'
CD
340°26'
DE
144.5
EA
168.7
254°24'
Find the distance of line CD (in meters)
а.
b. Find the azimuth from North of line DE (in DMS)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the backward azimuth of the traverse given below
fundamentals of surveying
Given in the tabulation below are the adjusted lengths and azimuths taken from the north of a closed compass traverse: LINE ADJUSTED BEARING LENGTH (m) AZIMUTH (N) AZIMUTH (S) FORWARD ВАСK AB 405.18 106°19'45" BC 336.59 57°54'01" CD 325.18 335°28'43" DE 212.92 219°28'33" EF 252.21 266°55'30" FA 237.69 219°40'28" a. Determine azim taken fro uth ea ine. b. Determine the forward and back bearing of each line. Plot the traverse and fully label all points, lines and angles. Use convenient scale. C.
b)Table 3 shows the data of closed traverse. Table 3 Station Bearing Distance (m)1-2 103o 31' 30” 71.7002-3 196o 26' 50” 73.3003-4 273o 57' 10” 75.2004-5 340o 13' 50” 54.3505-1 55o 18' 40” 54.030 Illustrate a diagram and find; i)The latitude and departure of each line.ii)The adjusted value of latitude and departure for each line. iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)
Given the following data of a closed traverse. Compute the bearing of line DE a. N 56°55’ W b. N 56°55’ E c. N 46°55’ W d. N 52°55’ E
Determine the adj. latitude and adj. departure of each course based on the observed data of a closed traverse.
5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?
2. Correct the survey data below for a closed traverse. LINE OBSERVED DIMENSIONS DISTANCE BEARING (m) АВ 319.27 N 86°46' E N 1°35' W S 78°50' ВС 551.35 CD 417.26 W DE 220.87 S 30°25' W EA 375.36 S 36°17' E
A closed traverse has the following data: Course Length Azimuth Interior Angle to the Right AB 141.657 163°48'53" | A = 95°02'30" B = 138°54'49" C = 69°41'08" D = 147°47'42" BC |137.544 CD 152.132 DE 128.562 EA 155.436 E = 88°33'51" a.) Adjust the traverse using transit rule. b.) Compute the area (m²) of the traverse.
LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.
A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 289°14'30" EA 71°37'10" a.) Determine the length of DE and EA b.) Determine the perimeter (m) of the traverse.
FROM THE GIVEN DATA OF A CLOSED TRAVERSE, FIND THE ADJUSTED BEARING OF BC AND DA USING COMPASS RULE.